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- W2025308332 abstract "This paper describes a study of the virgin compression behaviour of both naturally and artificially structured soils under one-dimensional compression or isotropic compression. It is proposed that during virgin compression, the additional voids ratio sustained by soil structure is inversely proportional to the current mean effective stress. The proposed formula has been verified for 20 different naturally and artificially structured soils, and it is seen that the proposal describes well the behaviour of all these soils. Finally, a general discussion on soil structure and its features is presented, and the proposed compression equation is extended to describe the compression of structured soil along a general stress path. Cet expos&acaute; est une étude du comportement d'une consolidation vierge sur des sols structur&acuate;s de mani&gravere naturelle et artificielle, avec une consolidation unidimensionnelle on isotrope. Nous avançons que pendant la consolidation vierge, le taux de pore additionnel subi par la structure du sol est inversement proportionnel &grave la contrainte effective moyenne actuelle. La for-mule propos&acuate;e a ´té v&acuute;rifi&acuate;e sur vingt sols structurés de manière artificielle et naturelle et l'on volt que la proposition décrit bien le comportement de tons ces sols. Enfin, nous présentons une &acuate;tude générale de la structure du sol et de ses caractéristiques et nous d&acuate;veloppons l'équadon de consolidation proposée pour d&acaute;crire la consolidation du sol structuré le long d'une trajectoire de contrainte g&acutge;nérale." @default.
- W2025308332 created "2016-06-24" @default.
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- W2025308332 date "1999-02-01" @default.
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- W2025308332 title "Virgin compression of structured soils" @default.
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- W2025308332 doi "https://doi.org/10.1680/geot.1999.49.1.43" @default.
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